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HomeMy WebLinkAboutAUTO CENTER WAY, 5363City of Bremerton Department of Community Development PERMIT NUMBER: B1519 00999 DATE ISSUED: 12/18/2019 345 - (360) 6th Street, Ste. 473-5275 Fax: 600, (360) Bremerton WA 98337 SITE ADDRESS: 5363 AUTO CENTER WAY 473-5278 ASSESSOR NU�113h:R: 3719-002-048-0402 Name APPLICANT: The Sign Post, Inc. OWNER: INSPIRUS CREDIT UNION CONTI2ACTOI2: THE SIGN POST INC OWNER ENIA[L; ZONING: hC Phone Address 36UG711343 206-628-4088 5200 SOUTHCENTER BLVD SEATTLE, WA98188 360-6714343 2019 E BAKERVIEW RD BELLINGHAM, WA 98226 Access Code 6WCGI(-NEMIYG UJRDD-21)LES 9YN68-Y6Y1D SUBNIiTTED: 10/14/2019 AI'I'ROVED: 10/31/2019 EXPIRATION: 06/15/2020 STATUS: ISSUED VALUATION: BID PRICE2 State Surcharge Commercial Plan Review Fee Technology Fee TOTAL FEES: $2fi,000.00 $344.00 525.00 $223,60 S 17.20 5609,80 Sign Permit INSPIRUS CREDIT UNION -Install new LED illuminated D/p' pylon sign with pole cover. INSPIRUS CREDIT UNION -Install new LED illuminated D/F pylon sign with pole cover. Btdlding Codc Edition: Occupancy Croup: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: htspection Requests: F1RF,: Fire Inspections (3G0) 473-5385 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 4154000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DOD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy, have read, and agree to abide by the conditions of this perm it•{njcuding all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: �,, 1M r,• � r��/-} U DATE: CONDITIONS Printed by : Mountjoy, Margret on: 12/ 18/2019 09:40 AM Page 1 of 3 L? ; 0 E o O �oil OpOpEv $ 1 L u m Oy ay0 O. 3 N _c a c 0. m CUD cacJE H m" 01c ®S w i 1 (Q� o Tn rn o _ Y)m p5rnv 2n'c�o.:a$ m !� dl NC $ m Q N QQ Vl a aS ro. ro o 0 e U dm cc o jh�� UN y n r m a a OC W y d 3 C� ¢ p� u rom0 i W Z O E OIL W 3 p .N w m 2• o J v 11 Z m m 0 N u g o t y rn c o m Ci }� 2 � ti N m ftj l7 o W oo 4) Q.� o. W .. Q o 1L� o f c� Q io V) m J m> ¢$ a 41 �C J .o o_ y m n y J � -+ 6 U W U'. Q� W � z � L� c c c r o c k31 r a tLL ?i G- CLL �'Gm Nio p Y yY 2 OFi ❑❑ H c eQ a3 n> >mS.e_o�^_. !L D 0 0 m� k 0 m 99 oQ > a O r) Q r Q �f rn C p �C N p M N ac� m 3 12 a rn)t � N N w 0 z o � w � 0 7 m10 +� a 0 < I I ®SA it qiq I y�gg l i 1 t 7 8ia I bK i 1 1 to 1 l i Sr q 1 � tb / ♦'C i / ra `\ i { � �. / re ��__ 1 i � Y v \4..}F��fy g pp9 Ji ]�y»➢Ui .L" ' Q I 9n,a ' .r Yam/ ; /1 i i YAa'�1 Mpgit •� ` FF� \`ail � / / ��.� a �� � � / ea��� � �� � �. CA Cn g� Aa F •'6v.'by � Q eM � fD (, rt C o• � o PROJECT: INSPIRUS CU, 5363 AUTO CENTER WAY, BREMERTON, WA PROJECT #: 23544 CLIENT: THE SIGN POST, INC. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7, 8. 9. 10 ilk .i ELEVATION DESIGN CQDE: IBC 2015 DESIGN LOADS: ASCE 7-'i0 WIND VLLUUlTY 110 MPH EXPOSURE C CONCRETE 2500 PSI MINIMUM 1 �X12X�g" SQ. HSS 10815 RANCHO BERNARDO RD., SUITE LOU SAN DIEGO, CA 92198 PROJ ECTMANAG E R@S U LLAWAYENG.COM PHONE:1-858-312-5150 FAX:1-858-777-3534 DATE: 10-14-2019 ENGINEER: ET LAST REVISED: THRU BOLT .___SADDLE DETAIL, TYP. 6'-0'X3'-6"X6'-8" DEEP CONCRETE FOOTING FOUNDATION AND SUPPORT ARE ADEQUATE TO CARRY EMC LOAD `7 SQ. HSS STEEL ASTM A500 GR. B, Fy, = 46 KSI MIN. BOLT STEEL ASTM A307, HDG PER ASTM A'153, ZP PER ASTM 8633 PROVIDE MIN. 3" CLEAR COVER ON ALL STEEL EMBEDDED IN CONCRETE WHEN CAST AGAINST SOIL LATERAL SOIL BEARING PER IBC CLASS 4 (150 PSF/FT) PROVIDE PROTECTION AGAINST DISSIMILAR METALS ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION SEISMIC PARAMETERS S1=0.6069,Ss=1.546g, Sos=1.031g, SDI=0.606g SULLAWAY PROJECT: INSPIRUS CU, 5363 AUTO CENTER WAY, BREMERTON, WA PROJECT #: 23544 CLIENT: THE SIGN POST, INC. 7 0 a< a as e ELEVATION 12X6' D/F EMC 10815 RANCHO BERNARDO RD., SUITE 260 SAN DIEGO, CA 92198 PROJ ECTMANAG E R@S ULLAWAYEN G.COM PHONE: 1-858-312-5150 FAX: 1-858477-3534 DATE: 10-14-2019 ENGINEER: ET LAST REVISED: THRU BOLT 2 SAQDLE DETAIL, TYP. 6'-0'X3'-6"X8'-1" DEEP CONCRETE FOOTING 3 of 9 PROJECT: INSPIRUS CU PROJ. NO.: 23544 CLIENT: THE SIGN POST, INC. vs.o Applied Wind Loads; from ASCE 7-10 ]0815 Rancho Bernardo RD., SD, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 DATE: 10/5/19 ENGINEER: ET units; pounds, feet unless noted otherwise F=q2*G Cf*Af with q2 = 0.00256KZKZtKdV Cf= 1.800 (Fig.29.4-1) KZt= 1.0 (26.8.2) (=1.0 unless unusual landscape) KZ from table 28.3-1 Exposure= Kd= 0.85 for signs (table 26.6-1) V= 110 mph G= 0.85 (26.9) weight= s/h= 0.171 MDL= B/s= 2.00 Pole structure height at Loads component section c.g. Kz c 1.528 kips 0.00 k-ft pressure Wind qZ qZ*G*Cf Af shear Moment Mw max. height= 35.0 1 7.50 0.85 22.4 34.24 40.0 1370 10272 2 17.50 0.88 23.1 35.29 13.3 471 8234 3 22.50 0.92 24.2 37.09 13.3 495 11128 4 25.71 0.95 24.9 38.13 3.8 144 3703 5 27A6 0.96 25.3 38.71 7.7 297 8147 6 28.63 0.97 25.6 39.09 0.9 36 1029 7 28.88 0.97 25.6 39A6 1.8 69 1979 8 29,50 0.98 25.72 39,35 12.0 472 13930 9 32.50 0.9956 26.21 40.11 60.0 2406 78209 sums: 152.78 5759 136.63 (MW) k-ft arm= 23.7 P.= 1,83 kip M= 136.63 k-ft M=sgrt(MDL2+MW2) Mu= sgrt(1.2MDL2+1.OMw2) = 136.63 k-ft Pole Design section; tube M with M .9 H M„(k-ft) Z req'd. (in) Size(in) t (in) Z Use at grade 136.63 39.60 10 0.349 47.2 12x12x5/16" SQ. HSS, �Mn = 169 k-ft Footing Design footprint: rectangle �= 1.3 (IBC 1605.3.2) IBC Table 1806.2, sections 1806.3.4, 1807.3.2 S=(1.3x2x150 psf/ft) P=4.49 klp S1=Sxd/3 A=2.34xP!(S1xb) S=400 S1= 962 d =0.5xA (1+ (1+4.36x h!A) A.5) IBC 1807.3.2.1 A= 1.57 footing: 6' - 0" by 3' - 6 " 7' - 3" deep (MIN) 4 of 9 S U L LA W AY 10815 Rancho Bernardo RD., SD, CA 92127 projectmatiager@sulla%vayeng.com Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: INSPIRUS CU DATE: 10/5/19 PROD. NO.: 23544 ENGINEER: ET CLIENT: THE SIGN POST, INC. vs.o units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7=10 Additional EMC F=qZ*G*Cf*Af with qZ = 0.00256KZKZtKdV (29.3.2 & 29.4) Cf= 1.789 (Fig. 29.4-1) max. height= 35.0 KZt= 1.0 (26.802) (=1.0 unless unusual landscape) KZ= from table 28.3.1 Exposure = c Kd= 0.85 for signs (table 26.6-1) V= 110 mph G= 0.85 (26.9) weight= 2,053 kips s/h= 0.343 MDR= 0.00 k-ft B/s= 1.00 Pole structure height at pressure Wind Loads component section c.g. KZ qz qZ*G*Cf Ar shear Moment MW 1 7.50 0,85 22.4 34.04 40.0 1362 10211 2 17,50 0.88 23.1 35.08 13.3 468 8185 3 21,50 0.91 24.0 36.55 8.0 292 6287 4 24.00 0.93 24.6 37.39 24.0 897 21534 5 27,50 0,96 25.3 38.47 60.0 2308 63483 6 32.50 1.00 26.2 39.87 60.0 2392 77743 sums: 205.33 7719 187.44 (Mw) k-ft arm= 24.3 P = 2,46 kip M= 187A4 k-ft M=sgrt(MDLZ+Mwz) Mu= sgrt(1.2MDL2+1.OM W2) = 187.44 k-ft Pole Design section; tube M < 0VIn with Win = fYZ fy= 46 ksi 0.9 H M (k-ft) Z req'd. (in) Size(in) t (in) Z Use at grade 187.44 54.33 10 OA65 60.7 12x12x5/16" SQ. HSS, �Mn = 169 k-ft Footing Design footprint: rectangle As �= 1.3 (IBC 1605.3.2) IBC Table 1806.2, sections 1806.3.4, 1807.3.2 S=(1.3x2X150 psf/ft) P=6.02 kip S1=Sxd/3 A=2.34xP/(S1xb) S=400 S1= 1075 d =0.5xA (1+ (1+4.36x h/A) A.5) IBC 1807.3.2.1 A= 1.89 footing: 6' - 0" by 3' - 6 " 8' - 1" deep (MIN) sE K PROJECT: INSPIRUS CU PROJ. NO.: 23544 CLIENT: THE SIGN POST, INC. V5.0 10815 Rancho Bernardo RD., SD, CA 92127 prof ec trn anager@su Ilawayeng. cam Phone: 858-312-5150 Fax:858-777-3534 DATE: 10/5/2019 ENGINEER: ET units; pounds, feet unless noted otherwise Check 0.5" Dia. Thru Bolts, A307 - Signage to Tube (LRFD): �= 0.75 Pnet= = 40.11 psf (See Page#3) Tributary Area= ATrib=(12'-0")*(6'-0")= 7200 ft2 Wind Load= WL=PneVATrib= 2.888 kips Dead Load= DL=1.2*10psf*ATrib= 0.864 kips #bolts= = 2 bolts Vu= (SQRT(DLA2+WLA2))/#bolts= 1.507 kips dia.= = 0.500 in Abolt= = 0.196 inz Fnv= = 27 ksi �Vn= �*Fnv*Abolt= 3.976 kips ok s u i.. LnwnY 10815 Rancho Bernardo RD., SD, CA 92127 projectmanager rr sullawayeng.coin `" N G3 12 N E E R N Phone:858-312-5150 Fax:85&777-3534 PROJECT: INSPIRUS CU DATE: 10/5/2019 PROJ. NO.: 23544 ENGINEER: ET CLIENT: THE SIGN POST, INC. vs Seismic Analysis- Non- Building Structure Design Force (ASCE 15) units; pounds, feet unless noted otherwise Latitude 47.5675419 Longitude-122.6835629 St= 0.606 (from USGS) 1= 1 SDS= 1.031 Spt= 0.606 Fa= 1.0 Fv= 1.5 W= 1528 Ibs (Area*10psf) (Area=See Page#3) R S2 Cd ASCE Table 15.4-2 "Signs and Billboards" 3 1.75 3 T= 0.3 seconds- non -rigid Shear due to Earthquake V=Cs*W= 525 Ibs Shear due to Wind V= 5759 Ibs (See Page#3) «Governs S �/ \ W! \Y 10815 Rancho Bernardo RD., SD, CA 92127 projectmanager@sullawayeng.com lb IN Plione: 858-312-5150 Fax: 858-777-3534 q v'\r� I t7 PROJECT: INSPIRUS CU DATE: 10/5/2019 PROJ. NO.: 23544 ENGINEER: ET CLIENT: THE SIGN POST, INC. V5 units; pounds, feet unless noted otherwise Seismic Analysis- Non- Building Structure with additional EMC Design Force (ASCE 15) Latitude 47.5675419 Longitude-122.6835629 St= 0.606 (from USGS) 1= 1 SpS= 1,031 SDI= 0.606 Fa 1.0 F = 1.5 W= 2053 Ibs (Area*10psf) (Area=See Page#3) R 52 Cd ASCE Table 15.4-2 "Signs and Billboards" T= 0.3 seconds- non -rigid Shear due to Earthquake V=Cs*W= 706 Ibs Shear due to Wind V= 7719 Ibs (See Page#3) «Governs 10/5/20'19 ATCHazards by Location Search Information Address: 5363 Auto Center Way, Bremerton, WA 98312, USA Coordinates: 47.567541899999993-122.68356289999997 Elevation: ft Ti mestam p: 2019-10-05TO5:29:30.022Z Hazard Type: Seismic Reference ASCE7-10 Document: Risk Category: I) Site Class: D MCER Horizontal Response Spectrum Sa(g) 1.40 1.20 1.00 0.80 0.60 OAO 0.20 0.00 0.0 ATC Hazards by Location 8of9 1.0 2.0 3.0 4,0 5.0 6.0 7.0 Period (s) Basic Parameters Name SS SI SMS SM1 SDS SDI Value Description 1.546 MCER ground motion (perio&0.2s) 0.606 MCER ground motion (period=1.Os) 1.546 Site -modified spectral acceleration value �f. Olympie C�lntittnal Forest ens -`4 Shelton K�r1t 06t�t0 Fuy,aMap data ©2019 Go Design Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 0.0 0.909 Site -modified spectral acceleration value 1.031 Numeric seismic design value at 0.2s SA 0.606 Numeric seismic design value at 1.Os SA ®Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s Fv 1.5 Site amplification factor at 1.Os 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) https://hazards.atcouncil.org/#/seismic?lat=47.56754189999999&Ing=-122.68356289999997&address=5363 Auto Center Way%2C Bremerton%2C W... 1/2 10/5/2019 ATC Hazards by Location CRS 0.951 Coefficient of risk (0.2s) 9 of 9 CR1 0.922 Coefficient of risk (1.0s) PGA 0.646 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.646 Site modified peak ground acceleration T� 6 Long -period transition period (s) SsRT 1.546 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.625 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.632 Factored deterministic acceleration value (0.2s) S1RT 0.606 Probabilistic risk -targeted ground motion (1.Os) S1UH 0.657 Factored uniform -hazard spectral acceleration (2%probability of exceedance in 50 years) S1D 1.265 Factored deterministic acceleration value (1.Os) PGAd 1.368 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=47.56754189999999&Ing=-122.68356289999997&address=5363 Auto Center Way%2C Bremerton%2C W... 2!2 m Citv of Bremerton Department of COmmttnit)f I M"JOpment P� R:\d(T NUNNtBLK D �TL ISSUED BBf9 00404 05/IS/2019 345 - 6th Street, Ste. 600, Bremerton \VA 98337 SITE ADDRESS: 5363 AUTO CENTER WAY (360)473-5275 Fax:(360) 473.5278 AssessoR NUMBER: 3719-not-o-�s-o�o2 Name AI'I'LICANT: The Sign Post, Inc. ONVNER: INSYIRUS CREDIT UNION CON'T'RACTOR: 'TNE SIGN` POST INC 0\VNER E6tAIL: zoNlNc rc° Phone Address VALUATION: $3,000.00 Sign Prrmit 3G06711343 20(,•628.4088 5200 SOUTHCEN'ITER BLVD SEATTLE, NVA 98188 36U-671.1343 2019 E BAKERVIEW RD BELLINGHAM, 1VA 98226 Access Code 6\VCGK-MNIII G UJRUD•21WES 91'N68-1'G1' 1 D 1NS13IRUS CREDIT UNION - installing �yall sign to existing storefront sign ►NSPIRUS CRI:DI'T l'NION - installing wall sign to existing storefront sign Technology Fee $4.55 Fee $i9.15 Plan Review Building Code Edition: Review\ State Surcharge Commercial $25 00 Occupancy Group: BID PRICE2 $9100 Type of Construction: Flood zone: TOTAL FEES : $179.70 Setbacks: /Ill: (FILIRTIR/0) Sanitation Method: Number of Bedrooms: r ' DCD; Building Inspections: 1 L&I, Department of Labor and Industries 1 t read,IN I have and agree to abide by • • •ing all conditions of building codes,and State and Federal SIGNATURE or oNVNER oR aGEN•r: CONDITIONS Printed by: Wood, Tracey on: 05/I50019 08A6 AM Page 1 oft CiTif V "'A' BREAA 9 - City of Bremerton PERNIIT NUNVIF3ER: BB19 00404- Depar•tment of Community Development DATE ISSUED: 05/15/2019 345 - 6th Street, Ste, 600, Bremerton NVA 98337 SITE ADDRESS: 5363 AUTO CENTER WAY (360)473-5275 Fax: (360)473.5278 ASSESSOR NIt�IBER: 3719-Oo2-1)�J8-1Id02 Name APPLICANT: 'I lie Sign Post, Inc. OWNER: INSPIRUS CREDIT UNION CONTRACTOR: THE SK.N POST' INC C)\1'wvER ES1AIh: zoNING: Fc. Phone Address 3606711343 206-628-4088 5200 SOUTHCENTER BLVD SEATME, WA 98188 360-671-1343 2019 E BAKMVIEW RD BELLINGIJAINI, NVA 98226 access Codc 6�\'C IK 1\1111YG UJRDD-2ULES 9YN6s-Y6vID By applying for this permit, the applicant has granted to the City° of Bremerton the right to enter the above -described location at rrisonablc times to inspect the proposed, in -progress or completed worli performed under this permit to ensure compliance with the permit conditions and other applicable laws and regulations. Should such entry be refused, all authorizations and approvals contained in this permit shall be immediately suspended and any worli performed under the permit shall immediately cease until authorized in writing by the City of Bremerton. Work performed in violation of this condition shall be considered to have been performed without the approval of the City of Bremerton. The City of tar emcrtar's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1 (DCD-92) 3202.3.1 Awnings, canopies, marquees and signs. Awnings, canopies, marquees and signs shall be constructed so as to support applicable loads as specified in Chapter 16. Awnings, canopies, marquees and signs with less than 15 feet (4572 non) clearance above the sidewalk shall not extend into or occupy more than two-thirds the width of the sidewalk measured from the building. Stanchions or columns that support awnings, canopies, marquees and signs shall be located not less than 2 feet (610 mot) in from the curb line. 2. (DCD47) DM Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be C on -site for inspection purposes, and work to be inspected shall be complete and ready for inspection. ]Can inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re - inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 3. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of _ Bremerton Department of Community Development prior to pennit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. The permit expires 180 days past the date of inactivity. Required inspections: Any work required to be inspected and that is covered before such inspection may be required to be uncovered so that the inspection may be performed_ Examples of inspections to be performed before covering are mechanical rough -in, plumbing rough4, gas piping, framing, and shectrock nailing. 4, (LU 12) Signs must comply with BMC 20.52. A separate permit is required for any additional signs. 5. tl.t 25) Signs may be illuminated directly, indirectly, or internally, provided the lighting is directed away from other land uses, and away from on -coming traffic. 6. (DCD-91) Call before you dig: Calling 811, two business days before you begin digging, will alert utilities to come out and mark THEIR buried lines from the street to your house For FREE! 7. (Custom) Must comply with Title 20 of the Bremerton Municipal Code and development regulations of the Freeway Corridor zone (BMC 20.86). ' � 1 To request an inspection, please call (360) 473-:+870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www,ci.bremerton.wa.us. Inspection Description ELECTRICAL FINAL L&I -Electrical Final Inspection FINAL - BUILDING Final Inspection - Building Painted by '. AVard, Tracey oa: O5,'1 Si2019 US;46 AM Pt+ge 2 of ? 0 0 d o c° a o c 0 c 0 L t 0 0. a) w Z O FM V w ♦on v / Z 0 w H 'C tN/J O � .a rn rn in cn �i ch 0 0 J Z